Jegan Durai N, Gopalakrishna G V T, Padmanaban V C, Selvaraju N
Department of Civil Engineering, Kamaraj College of Engineering & Technology Madurai Tamilnadu India.
Department of Civil Engineering, PSNA College of Engineering & Technology Dindugul Tamilnadu India
RSC Adv. 2020 Jan 23;10(7):3916-3925. doi: 10.1039/c9ra09415f. eCollection 2020 Jan 22.
In this study, the stabilized landfill leachate which has a BOD : COD ratio of 0.045 was treated using Fenton's process. The effect of process parameters like reaction time, pH, dose of FeSO and dose of HO was estimated using One Factor At a Time (OFAT) and the linear, interactive and quadratic effects between the factors were studied using Face Centered Central Composite Design (CCF). In the OFAT approach, reaction time: 5 minutes, pH: 3.0, dose of FeSO: 30 mM, and dose of HO: 30 mM were optimized. In CCF, the statistically optimized model shows maximum removal of organic substances at an FeSO concentration of 14.44 mM, pH 3.0 and 29.12 mM of HO. The regression co-efficient = 0.9079, adj = 0.854 and adequate precision = 14.676. The degradation of organic substances was assessed by measuring the Chemical Oxygen Demand (COD). Total Organic Carbon (TOC) and Gas Chromatography-Mass Spectroscopy (GC-MS) were investigated for the sample corresponding to the maximum COD reduction.
在本研究中,采用芬顿法处理生化需氧量(BOD)与化学需氧量(COD)之比为0.045的稳定化垃圾渗滤液。采用单因素法(OFAT)评估反应时间、pH值、硫酸亚铁(FeSO)用量和过氧化氢(HO)用量等工艺参数的影响,并使用面心中央复合设计(CCF)研究各因素之间的线性、交互和二次效应。在单因素法中,优化得到反应时间为5分钟、pH值为3.0、硫酸亚铁用量为30 mM、过氧化氢用量为30 mM。在面心中央复合设计中,经统计优化的模型表明,在硫酸亚铁浓度为14.44 mM、pH值为3.0、过氧化氢为29.12 mM时,有机物去除率最高。回归系数=0.9079,调整后=0.854,适当精度=14.676。通过测量化学需氧量(COD)评估有机物的降解情况。对对应最大COD降低量的样品进行了总有机碳(TOC)和气相色谱-质谱联用(GC-MS)分析。